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Summary Report for Conduct of Kozloduy NPP Stress Tests

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“<strong>Kozloduy</strong> <strong>NPP</strong>” PLC<br />

SUMMARY REPORT<br />

<strong>for</strong> <strong>Conduct</strong> <strong>of</strong> <strong>Kozloduy</strong> <strong>NPP</strong><br />

<strong>Stress</strong> <strong>Tests</strong><br />

3.2.4.1.1 Potential impacts at flooding <strong>of</strong> the lowland at break <strong>of</strong> the dike in the area between<br />

hot channel-2 and BPS<br />

At break <strong>of</strong> the national dike first shaft pump stations located in the immediate vicinity <strong>of</strong><br />

the national dike will be flooded and hindered as sources <strong>of</strong> supplemental water <strong>for</strong> spray pools <strong>of</strong><br />

Units 5 and 6. Access to the bank pump station by land is most likely to be lost. This will happen<br />

during the first hours following the break <strong>of</strong> the state dike because the drain channels and roads to<br />

the bank pump station are at lower elevation and will be quickly flooded. At flooding <strong>of</strong> the lowland<br />

and filling to elevation 32.00 meters also destruction <strong>of</strong> part <strong>of</strong> the columns <strong>of</strong> power lines on the<br />

way <strong>of</strong> the tidal wave can be anticipated.<br />

The emergency pipelines <strong>of</strong> the emergency pump station <strong>of</strong> bank pump station to the<br />

emergency capacity are steel and placed in the pit, but when crossing the drain channels are open<br />

and bridging them. These open areas are vulnerable and can be damaged by tidal wave.<br />

In the valley <strong>for</strong>med by the hot channel-2, cold channel-1 and the Danube embankment all<br />

the sewage from the site <strong>of</strong> Units 1 to 4 and from the reactor compartment, diesel generator stations<br />

and the Turbine Hall <strong>of</strong> the site <strong>of</strong> Units 5 and 6 are drained. The rest <strong>of</strong> the sewage <strong>of</strong> the site <strong>of</strong><br />

Units 5 and 6 will also retain water because water will pass over the siphons <strong>of</strong> low pressure<br />

channels and under hot channel-2 in outfalls <strong>for</strong> sewage and rain water. This can create conditions<br />

<strong>of</strong> water return by sewage collectors <strong>for</strong> domestic and rain water sewers, passing by spray pools and<br />

filling to the elevation <strong>of</strong> plain flooding. It is possible <strong>for</strong> sewage pits the site to be filled with water<br />

to el. 32,93 m. The availability <strong>of</strong> treatment plant <strong>for</strong> domestic waters <strong>for</strong> the site <strong>of</strong> Units 5 and 6<br />

does not prevent the entry <strong>of</strong> water in domestic sewage system as it is possible that water passes<br />

through shaft 537, which serves as an overflow at excess capacity <strong>of</strong> the treatment plant.<br />

In the town <strong>of</strong> <strong>Kozloduy</strong> the vicinity <strong>of</strong> the mill and a part <strong>of</strong> Lom highway will be flooded.<br />

The access from the town <strong>of</strong> <strong>Kozloduy</strong> to the site will be possible in the ring highway and pass<br />

point Kharlets. To the west the water will reach the town part to the north <strong>of</strong> hotel “Istar”, will flood<br />

the buildings <strong>of</strong> ECR, the treatment plant, settlements.<br />

3.2.4.1.2 Potential impacts at flooding <strong>of</strong> the lowland at break <strong>of</strong> the dike in the area between<br />

the town <strong>of</strong> <strong>Kozloduy</strong> and hot channel-2<br />

At flooding <strong>of</strong> the valley <strong>of</strong> this area the end result will be almost the same as described in<br />

item 3.2.4.1.1. The difference will be that only part <strong>of</strong> the columns will take the initial impact <strong>of</strong> the<br />

tidal wave as the others are protected by hot channel-2.<br />

3.2.4.1.3 Potential impacts at flooding <strong>of</strong> the valley at break <strong>of</strong> the dike in the zone between<br />

BPS and Ogosta River<br />

In flooding <strong>of</strong> the valley from this area power lines Harlets, Neutron and Danube will be<br />

affected the most. In the area there are no other facilities related to the operation <strong>of</strong> <strong>Kozloduy</strong> <strong>NPP</strong><br />

besides the open stores. Under certain conditions the <strong>for</strong>mation <strong>of</strong> the initial tidal wave the dike <strong>of</strong><br />

warm-channel-1 may be eroded and destroyed. Ingress <strong>of</strong> water to the area <strong>of</strong> the valley between<br />

114/202

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